路基路面压实度试验检测记录表(灌砂法)

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路基路面压实度试验检测记录表（灌砂法）JJ1402a,,,,,,,,,,,,,,,,,填K3+180的土，1.7119.0,,,

试验室名称：,,湖南宏特试验检测有限公司G234娄底至双峰公路(双峰段)建设项目经理部工地试验室,,,,,,,记录编号:JL-XCJ-SS12J-,,,,,,K3+300-K3+480,,,,,

工程部位/用途,,K3+300-K3+480—路基填筑,,,,,委托/任务编号,,,,/,,,,1,100.73,,,,

试验依据,,JTGE60-2008《公路路基路面现场测试规程》,,,,,样品编号,,,,/,,,,2,103.45,,,,

样品描述,,黄色、无杂质,,,,,结构层次,,,,93区第1层,,,,3,105.35,,,,

试验条件,,/,,,,,试验日期,,,,2016.1.15,,,,4,111.9,,,,

主要仪器设备及编号,,LSDD022灌砂筒200mm、LSDD070电子天平JM-B10002(0.01g)、LSDD033电子天平BS-30KA(1g),,,,,,,,,,,,三角锥体质量,5,116.33,,,,

压实度标准值(%),,,93,,量砂密度(g/cm3),,,,1.36,,,,,1370,6,106.54,,,,

取样桩号,,,K3+403,,,K3+415,,,,,,K3+417,,最大干密度,7,102.62,,3403,3415,3417

具体位置(m),,,右30m,,,右26m,,,,,,右1m,,1.71,8,116.57,,右30m,右26m,右1m

灌砂前砂＋容器质量(g),,,22000,,,22000,,,,,,22000,,最佳含水率,9,116,,,,

灌砂后砂＋容器质量(g),,,12268,,,12371,,,,,,12206,,19,10,116.88,,,,

锥体砂质量(g),,,1380,,,1387,,,,,,1366,,,11,117.23,,,,

试坑内砂质量(g),,,8352,,,8242,,,,,,8428,,,12,102.67,,,,

试坑体积(cm3),,,6141,,,6060,,,,,,6197,,,13,105.54,,,,

试坑中湿土样质量(g),,,11938,,,11952,,,,,,12167,,,14,115.81,,,,

试样湿密度(g/cm3),,,1.94,,,1.97,,,,,,1.96,,,15,111.7,,,,

干密度,盒号,,20,23,,19,,22,,,,21,20,,16,115.47,,,,

,盒质量(g),,105.85,105.75,,112.77,,108.57,,,,106.54,105.85,,17,115.42,,,,

,盒＋湿土质量(g),,574.31,586.27,,527.78,,551.43,,,,516.63,572.98,,18,120.01,,,,

,盒＋干土质量(g),,497.21,504.85,,456.04,,474.27,,,,445.74,490.00,,19,112.77,,,,

,水质量(g),,77.1,81.42,,71.74,,77.16,,,,70.89,82.98,,20,105.85,,,,

,干土质量(g),,391.36,399.1,,343.27,,365.7,,,,339.2,384.15,,21,106.54,,,,

,含水率(%),,19.7,20.4,,20.9,,21.1,,,,20.9,21.6,,22,108.57,,,,

,含水率均值(%),,20.0,,,21.0,,,,,,21.2,,,23,105.75,,,,

干密度(g/cm3),,,1.62,,,1.63,,,,,,1.62,,,24,106.54,,,,

最大干密度(g/cm3),,,1.71,,,1.71,,,,,,1.71,,,25,103.35,,,,

压实度(%),,,94.7,,,95.3,,,,,,94.7,,,26,106.02,,,,

备注:,,,,,,,,,,,,,,,27,108.34,,,,

试验：复核：日期：年月日,,,,,,,,,,,,,,,28,104.16,,,,

,,,,,,,,,,,,,,,29,104.95,,,,

,,平均含水率,20.05,,平均含水率,21,,,,,,平均含水率,21.25,,30,106.4,,,,

,,含水率差,0.7,,含水率差,0.2,,,,,,含水率差,0.7,,31,107.72,,,,

,,,1,,,1,,,,,,,1,,32,103.3,,,,

,,,,,,,,,,,,,,,33,109.9,,,,

,,,,,,,,,,,,,,,34,105.42,,,,

,,,,,,,,,,,,,,,35,107.39,,,,

,,,,,,,,,,,,,,,36,111.1,,,,

,,,,,,,,,,,,,,,37,107,,,,

,,,,,,,,,,,,,,,38,103.95,,,,

,,,,,,,,,,,,,,,39,106.43,,,,

,,,,,,,,,,,,,,,40,104.45,,,,

,,,,,,,,,,,,,,,41,106.03,,,,

,,,,,,,,,,,,,,,42,103.04,,,,

,,,,,,,,,,,,,,,43,106.22,,,,

,,,,,,,,,,,,,,,44,108.47,,,,

,,,,,,,,,,,,,,,45,107.79,,,,

,,,,,,,,,,,,,,,46,105.75,,,,

,,,,,,,,,,,,,,,47,102.63,,,,

,,,,,,,,,,,,,,,48,107.57,,,,

,,,,,,,,,,,,,,,49,107.92,,,,

,,,,,,,,,,,,,,,50,106.68,,,,

,,,,,,,,,,,,,,,51,104.33,,,,

,,,,,,,,,,,,,,,52,105.49,,,,

,,,,,,,,,,,,,,,53,108.52,,,,

,,,,,,,,,,,,,,,54,106.54,,,,

,,,,,,,,,,,,,,,55,107.37,,,,